Expansion Of The Daddumajra Sanitary Landfill Site Civil And Allied Works Expansion Of The Daddumajra Sanitary Landfill Site Civil And Allied Works
Tender Value
12.43 Crore
Estimated cost
Bid Submission
06 Nov 2020
0 days left
EMD
22.44 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Expansion Of The Daddumajra Sanitary Landfill Site Civil And Allied Works Expansion Of The Daddumajra Sanitary Landfill Site Civil And Allied Works
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 15-Oct-2020 | Corrigendum | Date | 06-Nov-2020 |
BOQ
| Name of Work: Expansion of the Daddumajra Sanitary landfill Site - Civil and Allied Works | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Sanitary Landfill | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | CARRIAGE OF MATERIALS | BI01010001010000000000000515BI0100001113 | ||
| 3 | 3 | By Mechanical Transport including loading, unloading and stacking | BI01010001010000000000000515BI0100001114 | ||
| 4 | 4 | Earth Lead - 15 km (DSR 1.1.2) | BI01010001010000000000000515BI0100001115 | 40175.1 | cum |
| 5 | 5 | EARTH WORK | BI01010001010000000000000515BI0100001116 | ||
| 6 | 6 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sq.m on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001117 | ||
| 7 | 7 | All kinds of soil (DSR 2.6.1) | BI01010001010000000000000515BI0100001118 | 40175.1 | cum |
| 8 | 8 | CONCRETE WORK | BI01010001010000000000000515BI0100001119 | ||
| 9 | 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | BI01010001010000000000000515BI0100001120 | ||
| 10 | 10 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone- III) including manufactured sand derived from Recycled concrete aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size including Recycled concrete aggregate (RCA) upto 25%). (DSR 4.1.2A) | BI01010001010000000000000515BI0100001121 | 81 | cum |
| 11 | 11 | 1:5:10 (1 cement : 5 manufactured sand derived from Recycled concrete aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled aggregate (RA) ) (DSR 4.1.10A) | BI01010001010000000000000515BI0100001122 | 46.98 | cum |
| 12 | 12 | MASONRY WORK | BI01010001010000000000000515BI0100001123 | ||
| 13 | 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | BI01010001010000000000000515BI0100001124 | ||
| 14 | 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.1.2) | BI01010001010000000000000515BI0100001125 | 447.12 | cum |
| 15 | 15 | STEEL WORK | BI01010001010000000000000515BI0100001126 | ||
| 16 | 16 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR 10.1) | BI01010001010000000000000515BI0100001127 | 1607.98 | kg |
| 17 | 17 | FINISHING | BI01010001010000000000000515BI0100001128 | ||
| 18 | 18 | 12 mm cement plaster of mix : | BI01010001010000000000000515BI0100001129 | ||
| 19 | 19 | 1:4 (1 cement: 4 coarse sand) (DSR 13.4.1) | BI01010001010000000000000515BI0100001130 | 1944 | Sq.m |
| 20 | 20 | Neat cement punning. (DSR 13.18) | BI01010001010000000000000515BI0100001131 | 1944 | Sq.m |
| 21 | 21 | DISMANTLING AND DEMOLISHING | BI01010001010000000000000515BI0100001132 | ||
| 22 | 22 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | BI01010001010000000000000515BI0100001133 | ||
| 23 | 23 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) (DSR 15.2.2) | BI01010001010000000000000515BI0100001134 | 73.8 | cum |
| 24 | 24 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001135 | ||
| 25 | 25 | In cement mortar (DSR 15.7.4) | BI01010001010000000000000515BI0100001136 | 636.53 | cum |
| 26 | 26 | Non Schedule Items for Sanitary Landfill | BI01010001010000000000000515BI0100001137 | ||
| 27 | 27 | Consolidation & laying of soil for bund & base in layers not exceeding 20cm in depth with recommended admixture (if any) of recommended percentage, levelling & watering the soils stacks and wet mixing, manually or by mechanical means including poring of soil mixture and spreading to required level including rolling and curing complete with all other allowances, etc all complete to the entire satisfaction of Engineer-in-Charge. (Excluding the cost of recommended admixture). (NSI) | BI01010001010000000000000515BI0100001138 | 37773.4 | Cum |
| 28 | 28 | Laying and spreading of soil as soil cover in base & bund including leveling to required level with all other allowances etc excluding watering & rolling all complete to the entire satisfaction of Engineer-in-Charge. (NSI) | BI01010001010000000000000515BI0100001139 | 2401.69 | Cum |
| 29 | 29 | Providing & pulverizing Bentonite as required to obtain permeability 5x10¯7 cm/Sec. with all other allowances, all complete to the entire satisfaction of Engineer-in-Charge. (NSI) | BI01010001010000000000000515BI0100001140 | 3937.88 | MT |
| 30 | 30 | Supply & install Geosynthetic Clay Liner laying, anchoring in trench, seaming, testing complete as given in technical specification complete to form an impervious barrier as shown in drawings and as per the Engineer’s directions. GCL must be anchored within anchor trench including excavation of trench and backfilling, compaction complete at top and bottom portion. Rate to include the necessary lap for jointing, wastage, and testing including bentonite powder at joints etc. complete. Measurement will be made as per finished surface area all complete to the entire satisfaction of Engineer-In-Charge. (NSI) | BI01010001010000000000000515BI0100001141 | 25179.6 | Sq.m |
| 31 | 31 | Supplying and install of HDPE geomembrane 1.5mm thickness smooth surfaces on both sides, liner by Blown/Flat die cast process including laying, anchoring in trench, seeming, testing complete as given in technical specification complete to form an impervious barrier as shown in drawings and as per the Engineer's directions. The width of geomembrane roll shall not be less than 6.0 m, Geo membrane must be anchored within anchor trench including excavation of trench and backfilling, compaction complete at top and bottom portion. Rate to include the necessary lap for jointing, wastage, testing and extrusion rods complete. Measurement will be made as per finished surface area. Liner in the anchor trench will be taken in measurement all complete to the entire satisfaction of Engineer-In-Charge . (NSI) | BI01010001010000000000000515BI0100001142 | 25179.6 | Sq.m |
| 32 | 32 | Supply & install Geosynthetic drainage nets (Geonets) of thickness 5mm & mass 720 g/m² made by extruding two sets of polyethylene strands of approved make, laying anchoring in trench, overlapping, testing complete as given in technical specification and as shown in the drawings & as per engineers directions. Geonets must be anchored within anchor trench including excavation of trench and backfilling, compaction complete at top and bottom portion.. Rates to include the necessary lap at joints, wastage, testing etc complete. Measurement will be made as per finished area. Geonet in the anchor trench will be taken in measurement all complete to the entire satisfaction of Engineer-In-Charge. (NSI) | BI01010001010000000000000515BI0100001143 | 8750.34 | Sqm |
| 33 | 33 | Supplying and filling sand under granular media at Sanitary land fill area (SLF) by manually means, including watering, ramming, consolidating and dressing all complete to the entire satisfaction of Engineer-in-Charge. (NSI) | BI01010001010000000000000515BI0100001144 | 3285.86 | Cum |
| 34 | 34 | Supply & installation of Non-woven Geotextile (GT) of 270 GSM made of Polypropylene as per details given in Specifications, and as per the directions given by the Engineer-in-charge, without damaging the Geotextile or Geomembrane. The Geotextile must be placed along the slope from top to bottom with an overlap of minimum 300mm. It should be stitched with HDPE thread. Geotextile must be anchored within anchor trench including excavation of trench and backfilling, compaction complete at top and bottom portion. Rates to include the necessary laps at joints, stitching wastage, testing etc complete. Measurement will be made as per finished area. Geotextile in the anchor trench will be taken in measurement. (NSI) | BI01010001010000000000000515BI0100001145 | 50359.2 | Sq.m |
| 35 | 35 | Providing, laying & consolidation of 40 mm stone aggregate (Gol Bajari) by manually means, consolidating to 90% of Standard Proctor Density levelling to required level, including rolling & curing etc. all complete to the entire satisfaction of Engineer-in-Charge. (NSI) | BI01010001010000000000000515BI0100001146 | 4928.78 | Cum |
| 36 | 36 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-20, of size 1000 x 600x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in- charge. (NSI) | BI01010001010000000000000515BI0100001147 | 811 | Each |
| 37 | 37 | Providing and fixing of wire mesh (rabbit) all complete as per direction of Engineer-in-Charge. (NSI) | BI01010001010000000000000515BI0100001148 | 120 | Sq.m |
| 38 | 38 | Supplying of portable flares for burning of LFG all complete as per specification. (NSI) | BI01010001010000000000000515BI0100001149 | 4 | No |
| 39 | 39 | Horticulture | BI01010001010000000000000515BI0100001150 | ||
| 40 | 40 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : | BI01010001010000000000000515BI0100001151 | ||
| 41 | 41 | Screened through sieve of I.S. designation 20 mm (DSR HORTI. 2.4.1) | BI01010001010000000000000515BI0100001152 | 13.81 | Cu.m |
| 42 | 42 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) | BI01010001010000000000000515BI0100001153 | ||
| 43 | 43 | Holes 45 cm dia, and 45 cm deep. (DSR HORTI 2.14.4) | BI01010001010000000000000515BI0100001154 | 548 | Each |
| 44 | 44 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserviceable material’s as per direction of officer in charge (excluding cast of plant & water) | BI01010001010000000000000515BI0100001155 | ||
| 45 | 45 | Trees Plant (DSR HORTI 2.57.1) | BI01010001010000000000000515BI0100001156 | 548 | Each |
| 46 | 46 | Providing and stacking of Grevillea Robusta (Silver Oak) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. (DSR HORTI 7.45) | BI01010001010000000000000515BI0100001157 | 274 | Each |
| 47 | 47 | Providing and stacking of Thuja compacta of height 45-60 cm., well branched in earthen pots of size 25 cm as per direction of the officer-in-charge. (DSR HORTI 8.75) | BI01010001010000000000000515BI0100001158 | 274 | Each |
| 48 | 48 | Construction of Leachate Collection System, Leachate Transportation System and Leachate treatment system | BI01010001010000000000000515BI0100001159 | ||
| 49 | 49 | Detail Design, Engineering, Procurment, Construction, Testing, Trial run and Commissioning of Leachate Collection System, Leachate Transportation (through Sewage dewatering pump and necessary arrangment) system and Leachate treatment of minimum 26 Cum per day system all complete. (NSI) | BI01010001010000000000000515BI0100001160 | 1 | Job |
| 50 | 50 | Construction of Boundary Wall | BI01010001010000000000000515BI0100001161 | ||
| 51 | 51 | Detail Design, Engineering, Procurment, Construction of Column, beam arrangement boundary wall with outer surface exposed brickwork & inside plaster brickwork (Height of boundary wall 4500 mm from adjacent road level and wall thickness minimum 230mm) complete in all respect to the entire satisfaction of the Engineer-in-charge. (NSI) | BI01010001010000000000000515BI0100001162 | 1230 | Job |
AI Tender Summary
Tender Timeline
Oct 15, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 06, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedNov 06, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 06, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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